HomeMy WebLinkAboutTRO4102160.1 (2)O
3" O.D.
P-2560
BOLT CIRCLE 14" dia.
4 bolts - 900 apart
ANCHOR RODS (4)5, dia. x 21"
12 3/4" sq. x 45" h.
4"
Fluted
Aluminum
5•
10' 12 !
ASPr,.tiT C&t4CRETE (3" MIN.) --�
REPLACEMENT PATCH TO BE
I' THICKER THAN PREVIOUSLY
EXISTED.
EXISTING ASPHALI -�
CONCRETE
Nccz
L. The Contractor Shall submit a request for materials approval at
the earliest possible dace.
2. As -Built drawings will be required on completion of all projects.
3. The Contractor shall notify all uc'_icies regarding their facilities
locaCad :.,ichin the project limits 4,3 hours prior co commencing work.
4. The Contractor shall be responsible for any damage to existing
utilities. The Contractor shall notify the affected utility and
the Cicy immediately upon damage.
I INAL JOIN 1 MUST
DF `.TAW 'CI11
- R" MIN, CRUSHED SURFACING
10P COURSE
- --- COMPACH D CRUSHED
I i ROCK BACKF 1;_L
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
FINAL JOINT MUST
MIN. 4" ASPHALT CONCRETE BE SAW -CHI
(2 LIFTS) - 1-1/2" MIN.
EXISTING ASPHALT- \ -�
CONCRETE _
(GREATER THAN
3" THICK)-
�" GRIND EXISTING
L ASPHAL T
I I1
6" MIN CRUSHI_D SURFACING-� j I j t - ROFKAACD C12USHFD
TOP COURSE (A
.31 ROCK 13nCK1 ILl
EXISTING ASPHALT CONCRETE OVER PRE.I'ARED GRADE
( OFFSET JOINT )
1. SEE SECTIONS 7-18 AND 2-09 FOR PATCHING A14D BACKFILLING SPECIFICATIONS
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH
TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS
GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER.
3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIrI
(2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA.
4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE IIIAN ONE --HALF
THE DEPTH OF THE EXISTING SLAB.
5. COMPACTED GRAVEL BACKFILL CLASS "B" MAY BE USED UPON APPROVAL_ OF THE
ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH.
Asphalt Pavement Patching DetailE
n
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE:1-Feb-89
DWG NAME: 11R-05 SP PAGE: 11
EPDXY
rINLINE SPLICE
1�'1
SPLICE KIT
DIAMETER
7/8-
LOAD
1/4' FUSE
• I=—■ �• •
MOUNTING
HEIGHT
FEET
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
1.-6. 7'-U' —
— VARIABLE S-O'
MIN.
�� j� • I DTI i • :
d0 °Z --------------------
o .
FRONT VIEW },
NNE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
I I .o ► :
1 I
i I I •1 ,
I I I I
1 I ,
FRONT NEW --------
SIDE
HEW
TYPICAL JUNCTION BOX "C"
l CONCRETE PAD
1 4'-0' --------+�
•; d • • A,_,.d TYPICAL CONCRETE PAD DETAILS
I I
I I
1
----------------- ADOPTED
L
FRONT VIEW ---' '- CITY OF RENTON
SIDE VIEW r
iA +
O� Standard plans
rT LST DATE: 5/91
DATE
REVISIONIAPr-n U OWG. NAME: JR-36A SP PAGE: JO1 5
LPDXY FILL
�1p1
moni
—� FUSE KIT k SPLICE KIT DETAILS
CUTTING RINGS
ADOPTED
CRY Or RENTON
K IT To
Standard plan.
LST DATE. 5/91
L DATE _ REVISION B�APp�R 1� DWG. NAME: JR- 12 SP PAGE: JO13
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER WE
OR ABOVE.
NUMBERING EXAMPLES
1
2 5
3 6
4 7
C 8
LETTER LETTER
SUFFIXED PREFIXED
CITY PR 1 VAT't=
OWNED OWNED
CURB
45•
TRAFFIC
FLOW
PLAN VIEW
2"
2'-2�q 2V-3"
_rA
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDAR.1
DECAL NUMBERING SYSTEM
LIG-HTING STANDARD & JUNC]iI I-30X
o . ov o ov
d
D ► °p
1° o ov a
OOo
°�
.O
°
°
►
D
O
.W o d
A Q
it ► °
O
• D ►i
4 p i O D
D G
AO 3'
O 0
%
° . A
Do
o
7
► p
.
. At, A
---
►v o
v
►v ► O► IF
STREET LIGHT POLE
JUNCTION BOX
PLAN VIEW
INDIVIDUAL JUNCTION BOX
LbV
Doov o
v
°vD'a
F D
NOTE: CLASS 'B' CONCRETE TO BE USED IN D ► A
1
CONSTRUCTION OF PAD ° v °
HANDHOLE 4"x6"
OPENING W/COVER
h S.S. SCREWS.
FUSE KITS j
OUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S E.C. OR EQUAL
I
TYPICAL DESIGN "8'
JUNCTION BOX
I ,•4 MINIMUM
GROUND LUG DRAIN HOLE
SPLICE KITS
CLEAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS I
2' MIN GROUT TOP OF CONCRETE
UNDER POLE BASE FOUNDATION TO
4" CONCRETE BE LEVEL NTH
PAD — TOP OF SIDE WAL K
OR CURB
=III E III -7I1 �' _ II II
C#8 BAR
OPPERS �• III= �II' III —III I I I I
GROUND WIRE
�- GROUND
— 11
11
I I
II
II
I II
I I
CLAMP
II
I II
II
,
- IT
2-(SIZED AS REQ'D)
PVC CONDUIT
11
II
II
I II
II
LIGHTING SYSTEM
SYSTEM
II
11
WIRES 10 CONTACTOR
� �
� J
TYPICAL LIGHTING UNDERGROUND SYSTEM
CONCRETE
ADOPTED
FOUNDATION
J
cITT Or RENTON
� ••
• Standard pl...
COPPER
COPPER -CLAD
�S0
OR DIA --a�
��" LST DATE 5/91
GROUND ROD
AI
REVISION gY
�FR'.
DWG NAME JR-06 SP PAGE J007
�A
�—v—►} i�._4.� v o ► ' ► o' O 4 DEEP
Ili II O ► A ,°►
II I O i i ► ►
O v AO I I j-------
l� CA P
SIDE VIEW
1
PLAN VIEW
F BY APPR' DWG . NAME
I DATE I —R --$,EVISION
MIN. 10 CLEARANCE FR(AA DRIVE
r—i_____R/W LINE
SIDEWALK
PLANTER
- _ CURB
CURB
PLANTER
SIDEWAI K
-- R/W LINE
TYPICAL STREET CROSS SECTION
DATE REVISION BY 1PPR'
CONCRETE PAL) DETAILS
ADOPTED
CRT of RENTON
standard plan.
LST DATE. 5/91
JR-07 SP PAGE JOOB
SERVICE CABIMET rOR STREET LIGHTIMG COMTRUL a TRAFFIC SIGMAL
COMPONENT SCHEDULE
10 Meterbass, 100 amp, 4 law, Milbank 4U35e4, with bypass block* per
Puget Power. Contractor to verify with his local utility.
20 Panelboard 120/240 VAC, 1 Phase, 3 Wire, 1Z5 amp, 1Z ckt, Copper bus,
Usetinghouse Type BAB Bolt -on breakers, 10 KAIC, S.U.S.E.
100/2 Main (Westinghouse BAB ZleO)
1 . 1612 L L LVANAT10N CKT
t - 1611 CONTA L CAT
1 - 20/1 GROUND FAULT FrCEPTACLE CKT
O Lighting Contactor, 30 A, Z pole, See volt, 1Z0 volt coil
TE/Gould #Z100EB3ZORA, 11 required
40 OLPlex receptacle, 110 volt, Ze A
0 Photo -cell bype3o switch, 15 A, SPST, 1Z0 volt
'DJ Three point terminal block for remote photo cell
CABINET
NEMA 3R, Padmount, #lZ GO pregalvanized steel construction,
Removable equipment mounting pan, Z screened a gasketted vents,
Hinged deadfront.
Doors: Heavy duty concealed hinge, Lift-off type, Stalnleas steel
vault handles, Pedlockable meter door, Bost CX lock on louer
door, with blue construction core, Closed cell neoprene gasket,
Polished wire glass window, 4" x 4", in meter door
Paint: Z part opoxy alu"InUIR over prime
Uired and Labelled per UL Standard 4508. Suitable For Use As Service Equipment.
"I[TIRT
�MOTO
•A6[
[L[CTIUC
CELL
MAIN
A
R
I I Tt $ T
/QNAL
SWITCH
�4 ALTO
� I
rO� asovNo
FAVLT
t YJI 11[C[►T
WIRINO 3CHEMATIC
SKYLINE
E1Ec1RIC
& R Co.
Series #47700
6-6-91 MEB
'y
Tl 1
O
A
I
I DATE I REVISION BY APPR'